## Proceedings of the ... International Conference on Offshore Mechanics and Arctic EngineeringAmerican Society of Mechanical Engineers, 1994 - Arctic regions |

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Page 213

In addition, the lift variation in the subcritical regime from

the majority of the test data. Humphreys (1960) ...

represent rms, mean amplitude and peak lift coefficients, respectively.

Humphreys' ...

In addition, the lift variation in the subcritical regime from

**curve**35 is different thanthe majority of the test data. Humphreys (1960) ...

**Curves**16, 18, and 17represent rms, mean amplitude and peak lift coefficients, respectively.

Humphreys' ...

Page 223

(1964), [

high drop of the lift coefficient in a relatively small Reynolds number range, 4x10°

-1.1x10". Their data represent mean amplitude values obtained from oscillating ...

(1964), [

**curve**48] forced-oscillations of rigidly-mounted short cylinders, showed ahigh drop of the lift coefficient in a relatively small Reynolds number range, 4x10°

-1.1x10". Their data represent mean amplitude values obtained from oscillating ...

Page 123

The vertical load deflection

decoupling point for this foundation is 0.1 m below the mudline. The first natural

period of the structure is 7.5 sec at the most extreme load levels. Linearized ...

The vertical load deflection

**curve**applies to both static and cyclic loads. Thedecoupling point for this foundation is 0.1 m below the mudline. The first natural

period of the structure is 7.5 sec at the most extreme load levels. Linearized ...

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### Contents

OCEAN WAVES AND ENERGY | 1 |

Load Control Method and Its Realization on an OWC Wave Power Converter | 19 |

Nonlinearity in CrestTrough Statistics of Bretschneider Seas | 27 |

Copyright | |

15 other sections not shown

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### Common terms and phrases

amplitude analysis applied approach assumed body boundary buoy calculated Circular coefficient compared compliant component considered correlation curve cylinder damping derived determined developed direction distribution domain drag drift dynamic effects energy Engineering equation experiments expressed field Figure flow fluid frequency function given height horizontal hydrodynamic increase installation interaction Journal length lift coefficient lift force linear load mass maximum mean measured method modes mooring motion nonlinear noted obtained Offshore operation oscillation peak period phase pipe platform potential predicted present pressure problem production random range ratio reference relative represent respectively response Reynolds number second-order shedding shown shows simulation solution spectrum structure surface Table Technology tests theory tower turbulence uniform values velocity vertical vibration vortex water depth wave wind